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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-AOC | ₹2.7 Cr | 1 | Accepted-AOC approved |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not Qulified in Bid Documents |
Tender Value
₹3.3 Cr
EMD Value
₹6.7 L
Closing Date
7 Feb 2023, 5:00 pmClosed
SE office Pauri
SE office Pauri
Agroda water supply scheme Kaljikhal Block Under Pauri Divison
2023_UKJS_53882_8
336/JJM/Etender/23-23 dated 09-01-2023
Open Tender
Civil Works - Water Works
Item Rate
180 days
Agroda
As per tend Doc
2 documents required · 2 mandatory
₹5,900
Yes
EE UJS PAURI
₹6.7 L
Yes
SE office Pauri
3 Oct 2023
13 Jan 2023
8 Feb 2023
13 Jan 2023
7 Feb 2023
13 Jan 2023
18 Jan 2023
SITC of Pump, Motor Spare Parts and Supplying ,carting , laying and jointing of G.I pipe (M) , Source work ,Reservoir& qualitative drinking water for each house hold and all other appurtenant works etc complete AGRODA water Supply scheme Under KALJIKHAL blocks in District Pauri. All rates shall be included all types of taxes and G.S.T. It is necessary the contractor will start the work from source to Distribution System. If any dispute in the source than other work will not done by the contractor
Construction of a Cross Wall including supply of all material, labour, T&P etc complete
Construction of a Frenchwell including supply of all material, labour, T&P etc complete
Supply of all material, labour T&P and construct Alum dosing-cum mixing chamber of .90M X.90M X1.0M size as per drawing and design
Protection works-----R.R.1:6 Stone masonry
Protection works-----R.R.dry Stone masonry
Providing of all materials, carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply lines(Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. All 4.80 mm and 3.20 mm thick MSERW Pipe. 100 mm MSERW 4.80 mm Thick
80 mm MSERW 4.80 mm Thick
65 mm MSERW 4.80 mm Thick
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. In soil mixed with boulders @ 75 %
In soft rock @ 25 %
Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works. 100 mm MSERW 4.80 mm Thick
80 mm MSERW 4.80 mm Thick
65 mm MSERW 4.80 mm Thick
Protection works-----R.R.1:6 Stone masonry
Protection works-----R.R.dry Stone masonry
Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete. 100 mm dia
65mm dia
50mm dia
40mm dia
32mm dia
25mm dia
20mm dia
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. In soil mixed with boulders
In soft rock
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work 25mm dia
32mm dia
40mm dia
50mm dia
65mm dia
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 25mm dia
32mm dia
40mm dia
50mm dia
65mm dia
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. In soil mixed with boulders
In soft rock
Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works. for 65 mm dia
for 50 mm dia
for 40 mm dia
for 32 mm dia
for 25 mm dia
for 20 mm dia
Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete. for 32 mm dia
for 25 mm dia
for 20 mm dia
Air Valve for 15 mm dia
Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design. Wheel Valve Chamber 45cm x 45cm size
Air Valve Chamber 45cm x 45cm size
Protection works-----R.R.1:6 Stone masonry
Protection works-----R.R.dry Stone masonry
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the wallscomplete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
6MM CEMENT PLASTER 1:3 (1 cement : 3 fine sand)
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska
Pointing on stone work with cement mortar 1:3 ( 1 cement: 3 fine sand)- Flush/Ruled pointing
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Agrregate 20 mm size
Aggregate 40 mm size
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
Providing and laying water proofing treatment on roofs of slabs
Investigation, design and construction of following RCC CWR / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc, complete. Structural design should be from IIT or equivalent institution. (Cap. in KL) 35 KL (ayal)
20 KL (dang)
15 KL (kolari)
17.5 KL(agrora,molthi)
12.5 KL(jaspur,thapliyun)
10 KL(pali,kandai,kolari)
Provision for barbed wire fencing wall or such other work all round the land for preventing approach of unathourised souls.
Provision for repairing of existing CWR tank 5-50 KL
Supply and installation of bucket type chlorinator of 25 liters capacity including bleeching powder solution doser, chloroscope kit with stop cock & iron cage fabricated with 25 mm x 25 mm square mesh with locking arrangements below dozer to protect flexible pipe connection with CWR complete with all arrangements in position.
Protection works-----R.R.1:6 Stone masonry
Protection works-----R.R.dry Stone masonry
Providing and fixing 15 mm dia. G.I. pipes complete with G.I. fittings etc. from distribution network to households F.H.T.C.Connection -Distribution Line to Household
SITC of horizontal split casing centrifugal pumps discharge 65 HP, 987.57 LPM, 32 mtr , with suitable motor and base frame and foundation complete .
SITC of horizontal split casing centrifugal pumps discharge 45HP, 493.78 LPM, 285mtr , with suitable motor and base frame and foundation complete .
Supply of Heavy Duty MS base plate suitable for above Pump set
Supply of Full automatic air cooled auto transformer starter
Supply of Main piping & Valves
Testing at site
Installation & Commissioning of pumping plant
Transportation with Loading & Unloading
Supply of Full automatic air cooled auto transformer starter
Supply of Main piping & Valves
Testing at site
Installation & Commissioning of pumping plant
Transportation with Loading & Unloading
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